Delhi Development Authority Tender

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Delhi Development Authority - DDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 9,04,05,830 
Notes
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Costs

Summary

M/o Various Schemes Under Nazul A/c Ii Rohini

Description

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Documents
Improvement of badly damaged 100 foot CC road portion from Sultanpuri Bus Terminal to Sector-20 and 30.00m road in between Sector-24 and Deep Vihar, Rohini, along with repair and maintenance of footpath and Central verges in Sector-20, 21, 22, 24 and 25 R
M/o Various Schemes Under Nazul A/C II Rohini
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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.

64

260

16659.2

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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. a) All kinds of soil

916

177

162590

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:4 (1 cement : 4 coarse sand)

415

7370

3058819.75

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12 mm cement plaster of mix : a) 1:4 (1 cement : 4 coarse sand)

1491

357

532808.85

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Neat cement punning

1700

79

135915

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Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.(Encraving of RMD-2/DDA and year in form of MM-YY to be engraved on cover )

1099

3081

3387063.05

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

178

196

34888

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Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete a) 450 mm dia RCC pipes.

200

3053

610710

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 250 mm dia. R.C.C. pipe

489

899

440002.2

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a ) 300 mm dia. R.C.C. pipe

30

994

29829

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe

489

1590

777778.95

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :a) 300 mm diameter S.W. pipe

30

1173

35200.5

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

33

2123

70083.75

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. A) Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

159

2434

387045.75

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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

4482

39

176366.7

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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to he dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

4541

131

598276.75

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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in- charge. (Old CC paver blocks shall be supplied by the department free of cost).

2725

402

1098038.75

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Providing and laying 60mm thick factory-made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge

11099

829

9209395.25

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Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

1969

109

215507.05

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Providing and laying at or near ground level factory made kerb stone made of C&D waste of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

262

7541

1975820.6

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level a)1:5:10 (1cement:5 coarse sand (zone-III):10 graded stone aggregate 40 mm nominal size)

1322

6518

8617589.2

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:a) Two or more coats on new work

2329

155

363091.1

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:a) one or more coats on old work

10218

102

1050410.4

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Providing and laying in position ready mixed design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .Note: Cement content considered in M-25 is @ 330 kg/cum. Less cement used as per design mix is recoverable separately. In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level a) Concrete of M25 grade with minimum cement content of 330 kg/cum

600

9504

5702850

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Centering and shuttering including strutting,propping etc. and removal of form for: (a) Foundations, footings, bases of columns,etc. for mass concrete

336

392

131762.4

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b) Wall (any thickness ) including attached pilasters, buttresses , plinth and string courses etc.

3209

842

2703582.5

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c)Suspended floors, roofs, landings, balconies and access platform

507

927

470115.75

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d)Edges of slabs and breaks in floors and walls i)Under 20 cm wide

891

208

185818.05

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ii) Above 20 cm wide

6

879

5274.3

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Supplying and stacking at site.

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-

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a) 53 mm to 22.4 mm size stone aggregate

388

1842

714812.4

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b) Stone screening 11.2 mm nominal size (Type B)

64

2247

143856

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c) Moorum

20

768

15365

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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion a) On W.B.M / W.M.M. @ 0.4kg/sqm sqm

4488

13

60363.6

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b) On bituminous surface @ 0.25kg/sqm

22785

9

209622

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

312

8505

2653762.8

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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. a) 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

1205

12126

14612071

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

337

1046

352822.15

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Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.

7

3050

21352.8

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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

892

747

667037.6

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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement content considered in M-30 is @ 340 Kg/cum. Nothing extra will be paid if extra cement is used. The contractor shall have discretion to either redesign the mix or bear the extra cost of cement. Note: Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix is recoverable separately. In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. a) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.

1851

11098

20543230.95

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

59782

107

6447488.7

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Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

4157

5

22032.1

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Providing & laying in position separation membrance of impermeable plastic sheeting 125 micron thick over cement concrete of specified grade of 1:5:10 (1cement:5 coarse sand (zone-III):10 graded stone aggregate 40 mm nominal size)

7000

23

164500

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Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : (a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

20

5957

119158

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. a) EHD - 35 i) Circular shape 560 mm internal dia

79

2123

167780.2

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Providing pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 (a) Circular shape 560 mm internal dia

60

1800

108006

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Providing and fixing SFRC perforated horizontal grating with frame over gully chamber of size 500X450mm complete as per standard design including cement concrete 1:2:4 (1 cement: @ coarse sand: 4 graded stone aggregate 20mm nominal size) all complete as per direction of Engineer-in-charge

278

1459

405838.3

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Providinng SFRC horizontal perforated grating cover with frame of size 500X450mm or as per site requirement over gully chamber as per standard design and direction of enginer in charge.

123

989

121739.25

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Providinng SFRC horizontal perforated grating cover of size 500X450mm or as per site requirement over gully chamber as per standard design and direction of enginer in charge.

120

560

67218

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

300

263

79185

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Disposal of earth by mechanical means, i/c loading, transporting, unloading for a lead of 1 Km.

117

172

20124

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Add Cost Index @ 3% (Rs.)

1

2706248

2706248.21

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G.S.T. Correction factor @ 0.973 (Rs.) 9,04,05,829.82

1

2508692

-2508692



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